Established 2004

Ruddlesden geotechnical

Ruddlesden geotechnical provides ground investigation, geotechnical consultancy and contamination assessment services.

Based in Exeter, but covering the whole of the UK, albeit primarily concentrated in the South West, Ruddlesden geotechnical was formed in 2004.

Ruddlesden geotechnical works on behalf of a wide client base, including local, regional and national housing developers, housing associations, commercial developers, building contractors, structural and civil engineers, architects, building consultants, quantity surveyors, local authorities and private individuals.

Development projects range from single dwellings and extensions to large housing estates, multi-storey flats, offices, industrial units, roads, slopes, schools, hospitals and basements.

The services and projects listed on this web-site provide an indication of those undertaken by Ruddlesden geotechnical, but others are carried out. If your requirement is not readily identifiable on this web-site, please contact us as we may still be able to help you.

  • AGS
  • Constructionline
  • CSCS
  • SMAS
  • ECFC trust
  • Latest news

    13 Jul 2026

    Geoff’s birthday treats!

    We recently celebrated a special birthday of Geoff Davis, in a place that is close to his heart: the East Devon coast.He treated us to his knowledge of the geology and landslide systems in the area, and we treated him to an ice cream on the beach!

    Geoff’s birthday treats!
    Geoff’s birthday treats!
  • Recent projects

    Solution Feature Investigation, Brixham

    A solution feature investigation and assessment was undertaken by Ruddlesden geotechnical at the site of a proposed residential development in Brixham. The consulting engineer had recommended Ruddlesden, having prior experience with solution features (caves) beneath another residential development site within the area. Based on the findings of the Phase 1 geotechnical assessment, the site was considered to be at high risk of being underlain by solution features that could affect the proposed development. A geotechnical investigation, comprising a combination of open-hole rotary ‘probes’ and cored boreholes, was undertaken. The boreholes were targeted on the corners of the proposed plots. The investigation indicated that one of the plots was underlain by a substantial cave (up to 5m high), at a depth of less than 10m below existing ground level. The cave appeared to be filled with sediment and the overlying rock had dilated and partially collapsed into the cave as a result of its presence. Nevertheless, following a detailed assessment of the ground conditions encountered, it was considered that there was a sufficient thickness of competent limestone present to bridge the cave and that a reinforced concrete ground beam would be able to support the proposed property (even in the event of ground subsidence) and that there was no requirement for infilling of the solution feature or piling the foundations to competent rock beneath the cave.

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  • Recent projects

    Deep Bore Soakaways, Devon

    Deep-bore soakaway drains were recommended by Ruddlesden geotechnical following observations made during conventional soakaway testing in accordance with BRE DG 365 at a proposed residential development site in Torbay. Previous geotechnical investigation and near-surface geophysics, undertaken as part of a solution feature investigation, had indicated that the use of conventional shallow soakaway drains could lead to the loss of near surface soils through underlying cavernous limestone, potentially leading to a heightened long term subsidence risk of the ground. It was considered that the careful use of deep bore soakaways could mitigate this risk, by transferring surface water into competent limestone at depth, beneath the weathered zone where concentrated flows could trigger subsidence of the ground. The installation of the deep bore soakaways was supervised by Ruddlesden geotechnical, who also carried out in-situ constant head permeability testing post-installation, to confirm the performance of the soakaway drains and the design parameters.

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